浅析配实腹SRC梁柱节点抗剪承载力的影响因素及计算公式  

Brief Analysis of Influence Factors and Their Formulas of Shear-carrying Capacity on Solid-web Steel Reinforced Concrete Beam-column Joints

作　　者：范文清[1] 张子明[1] 孙峰[1] 

机构地区：[1]河海大学土木工程学院,江苏南京210098

出　　处：《常州工学院学报》2005年第B12期30-35,共6页Journal of Changzhou Institute of Technology

摘　　要：分析了当前较常用配实腹型钢混凝土梁柱节点的构造形式、配实腹型钢混凝土梁柱节点抗剪承载力的影响因素。根据已有的节点试验资料,对国内关于此种节点抗剪承载力计算公式进行分析比较。This paper analyzes the construction styles and influence factors of shear-carrying capacity for commonly used solid-web steel reinforced concrete beam-coiumn joints. According to the existing test data joints, the paper compares several formulas in our country of calculating the shear-carrying capacity on this kind of joints.

关 键 词：配实腹型钢混凝土 梁柱节点 抗剪承载力 

分 类 号：TU375[建筑科学—结构工程]